Description
Technical Parameters
Railway Concrete Sleeper Application
| Category | Specification | Standard/Reference |
|---|---|---|
| Mechanical Properties | - Flexural strength: ≥7MPa - Fatigue life: >50M cycles - Rail seat load: ≥250kN |
EN 13230-2, AREMA Ch.30 |
| Fastening Systems | - Nabla/SKL clips (EN 13481-5) - Pandrol e-clip (AREMA Class 5) - Shouldered bolts (UIC 865) |
UIC 864, EN 13450 |
| Installation | - Ballast depth: 300-350mm - Sleeper spacing: 600-700mm - Tamping frequency: Initial + 3 passes |
AREMA Ch.1, EN 13450 |
| Maintenance | - Crack inspection: Every 2 years (UT/visual) - Replacement criteria: • Crack width >0.3mm • Rail seat abrasion >5mm |
EN 13230-3, UIC 713R |

Concrete Sleeper Types Comparison
| Type | Design Load (kN) | Typical Use | Service Life |
|---|---|---|---|
| B70 | 220 | Conventional passenger lines | 40-50 years |
| B90 | 280 | Heavy-haul freight (30t axle load) | 50+ years |
| B110 | 350 | High-speed rail (350 km/h) | 60+ years |

packing of Railway Sleepers


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